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US1970547A - Wall form - Google Patents

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Publication number
US1970547A
US1970547A US656316A US65631633A US1970547A US 1970547 A US1970547 A US 1970547A US 656316 A US656316 A US 656316A US 65631633 A US65631633 A US 65631633A US 1970547 A US1970547 A US 1970547A
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Prior art keywords
panels
edges
apertures
edge
facing
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US656316A
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Macgregor S Anderson
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G9/00Forming or shuttering elements for general use
    • E04G9/02Forming boards or similar elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G9/00Forming or shuttering elements for general use
    • E04G9/02Forming boards or similar elements
    • E04G2009/023Forming boards or similar elements with edge protection
    • E04G2009/025Forming boards or similar elements with edge protection by a flange of the board's frame

Definitions

  • the main objects of this invention are to provide an improved panel form for use in the construction of concrete walls; to provide a panel form having a facing of inexpensive material adapted to be readily removed and reversed or replaced when desired, to provide panel forms Of this kind'which are constructed so as to permit any desired number of them to be coupled together edge to edge for buildings.
  • Figure 1 is aside elevation showing one way of coupling ve of the improved panels edge to edge.
  • Fig. 2 is a fragmentary perspective of an irnproved wall form showing the method of applying horizontal and vertical liners tothe backs of the panels.
  • Fig. 3 is an enlarged detail partly in section and partly in elevation, showing one method of attaching a liner to the panel frames.
  • Fig. ⁇ 4 is a fragmentary perspective of a wall form showing the improved form ties which lock the panels in assembled relation.
  • Fig. 5 is an enlarged perspective of one of thel improved ties.
  • Fig. 6 is an enlarged detail showing theimproved method ofapplying the tie to a panel.
  • Fig. '7 is a detail in section showing the abutting edges of two adjacent panels before they are clamped together
  • Fig. 8 shows the same parts after being clamped together by the ties.
  • the improved panels to which this invention applied are preferably all identical in construction, size, and .shape so as to obviate the necessity of sorting and to facilitate handling and storage of the panels.
  • the panels are rectangular and the width of each is preferably two thirds of its length so that the panels may be joined together, either in the manner shown in Fig. 1, or as shown in Fig. 2, for constructing molds of different heights.
  • each panel comprises an 55 angle iron frame 1 having anges 2 disposed in a single plane to provide a support for a facing 3 which is detaehably secured to the flanges 2 by bolts 4 or removable rivets, so as to permit the facings to be renewed when necessary.
  • These facings may be made of metal, wood, or any other suitable material.
  • fianges 5 Disposed at right angles to the flanges 2, are fianges 5 which form the bearing edges of the panels. Formed in these edges 5, are apertures 6 which are positioned so that, when the panels 65 are placed edge to edge, either as shown in Fig.
  • the apertures in the edges of one panel will register with those in the abutting edges of adjacent panels.
  • Nails .7 or other Wedges may be insertedinto some ,of the registering apertures for interlocking the panels.
  • the flanges 5 aregdepressed adjacent certain of the apertures to form recesses 8 for receiving tie bands 9 which, as hereinafter described, hold 75 the form sides in proper spaced relation and also serve to interlock the abutting panels vof each form side.
  • the panels may -be braced by angle bars 10 which extend across the frame in engagement 30 with therear of the facing.
  • each panel has a rim which circumscribes the facing.
  • This rim includes a portion 1l which is clamped between the facing' and the frame by the bolts or rivets 4 and a border fiange 12.
  • the rim is preferably made of sheet metalhaving some resilience so that the flanges 12 Will normally diverge from the facing edges, as shown in Figs. 6 ⁇ and '7, when Ithe panels are not interlocked.
  • the rim flanges 12 are pressed firmly against the facing edges, as shown in Fig. 8.
  • the rim flanges 12 are 95 recessed, as shown at 13, so as to permit Ithe l tie bands to extend between the abutting edges of the panels.
  • the tie bands 9 are preferably formed of band iron having portions thereof struck out to provide opposite projecting dowels 14 adjacent each end thereof. These dowels are adapted to extend through certain of the apertures in the panel flanges 5 and they are provided with open'- ings or sockets 15 for receiving nails 16 or other 105 Wedges which engage the inner faces of the flanges 5. It will thus be apparent that the tie bands serve to hold the form sides in proper spaced relation to each other and also serve 4to firmly interlock the panels of each form side.
  • the form sides may be further braced by horizontal and'vertical liners 17 and 18, respectiv'ely which are secured to the panel frames by yokes 19 which are provided with hooked ends 20 engaging certain of the apertures 6 of the frames.
  • Blocks 21 are inserted between the base of each yoke and the outer face of the liner.
  • the blocks 21 may be secured to the yokes 19 by nails 22, as shown in Fig. 2, or they may be provided with grooves 23 for receivingthe base of the yoke, as shown in Fig. 3.
  • the panels may be positioned vertically or horizontally or some may be positioned vertically and others horizontally depending upon the height of the wall to be constructed.
  • the tie bands are cut and formed at the factory so that it is necessary to select those of proper lengthV for the particular wall to be built.
  • the dowel parts 14 are inserted through certain of the registering apertures 6 of the abutting edges 5 of the panels and the nails 16 are then driven into the sockets 15 for forcing the abutting edges into firm contact, as shown in Fig. 8. In this position, the rims 12 will seal the joints against the leakage of concrete. i
  • the liners may be attached to one side of the form in the manner indicated.
  • a moldoi this construction is very easily dismantled.
  • the liners are removed and then one' panel at a time may be removed by merely knocking out the nails 16 which hold it in place.
  • the extremities of the tie bands 9 will project beyond the concrete wall and these may be cut oi ush with the concrete if desired.
  • a wall form comprising a rectangular metal frame, a non-metallic facing mounted on said frame, and a yieldable metal rim mounted on said frame and surrounding the edges of said facing.
  • a wall form comprising a rectangular frame, a non-metallic facing mounted on said frame, and a yieldable metal rim surrounding the edges of said facing, said rim having a portion thereof clamped between said frame and facing.
  • a wall form comprising a plurality of rectangular panels adapted to be disposed edge to edge, resilient rims on the edges of said panels, and means for clamping said panels together and compressing said resilient rims.
  • a wall form comprising a plurality of rectanguiar panels adapted to be disposed edge to edge, each of said panels comprising a frame having a non-metallic facing, a resilient rim surrounding the edges of said facing, and fastening means for clamping said panels together with said rims abutting one another.
  • a form comprising a pair of panels having edges provided with apertures, said edges being recessed adjacent said apertures, said panels being adapted to be disposed edge to edge with the recesses of one registering with those of the other, fastening means in said recesses, each of said fastening means having oppositely projecting dowels extending through said apertures and provided with sockets therein, and keys adapted to be seated in said sockets for clamping said panels edge to edge.
  • a form comprising a pair of panels dispo in spaced relation to each other, the edges of said panels having apertures therein, tie members spanning the space between said panels and having dowel portions projecting through said apertures, and keys mounted on said dowels for securing said tie members to said panels.
  • a form comprising a pair of panels adapted to be disposed in substantially parallel spaced relation to each other, the edges of said panels having apertures therein, tie members spanning the space between said panels and having dowel portions projecting through said apertures, said dowel portions having sockets therein, and keys seated in said sockets for clamping said tie members to said panels.
  • the combination with a panel having apertures therein, of a tie comprising a strip of metal having portions thereof struck out from the normal plane thereof to form a pair of oppositely projecting dowels having key seats therein, said dowels being adapted to engage the apertures in said panel, and keys seated in said seats for engaging portions of said panel.
  • a form comprising two side units arranged in spaced relation to each other, each of said units comprising a plurality of rectangular panels disposed edge to edge, the abutting edges ofsaid panels having alined apertures and recesses adjacent said aperturea) tie members spanning the space between said side units and projecting into certain of the recesses in both units, dowels formed on said tie members and. projecting through certain of said apertures, said dowels having sockets therein, and keys seated in said sockets for clamping said tie members to said

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Description

All@ 21, 1934- MMGREGGR s. ANbERsoN 1,970,547
` Patented Aug. 42l, 1934 UNITED STATES PATENT OFFICE 140 Claims.
The main objects of this invention are to provide an improved panel form for use in the construction of concrete walls; to provide a panel form having a facing of inexpensive material adapted to be readily removed and reversed or replaced when desired, to provide panel forms Of this kind'which are constructed so as to permit any desired number of them to be coupled together edge to edge for buildings. mold of any required dimensions; to provide an improved form of rim adapted to protect the edges of the facing material andalso to serve as a seal for the abutting edges of the panels when coupled; to provide an improved form of tie which serves 'not only as atie and spreader to hold opposed panels in proper spaced relation, but also serves as a lock for temporarily coupling adjacent panels edge to edge in exact alinement; and to provide panel forms of this kind which can be readily set up and dismantled by one unskilled laborer.
An illustrative embodiment of this invention is shown in the accompanying drawings, wherein:
Figure 1 is aside elevation showing one way of coupling ve of the improved panels edge to edge.
Fig. 2 is a fragmentary perspective of an irnproved wall form showing the method of applying horizontal and vertical liners tothe backs of the panels.
Fig. 3 is an enlarged detail partly in section and partly in elevation, showing one method of attaching a liner to the panel frames.
Fig. `4 is a fragmentary perspective of a wall form showing the improved form ties which lock the panels in assembled relation.
Fig. 5 is an enlarged perspective of one of thel improved ties.
Fig. 6 is an enlarged detail showing theimproved method ofapplying the tie to a panel.
Fig. '7 is a detail in section showing the abutting edges of two adjacent panels before they are clamped together, and Fig. 8 shows the same parts after being clamped together by the ties.
The improved panels to which this invention applied are preferably all identical in construction, size, and .shape so as to obviate the necessity of sorting and to facilitate handling and storage of the panels. Y
The panels are rectangular and the width of each is preferably two thirds of its length so that the panels may be joined together, either in the manner shown in Fig. 1, or as shown in Fig. 2, for constructing molds of different heights.
In the form shown, each panel comprises an 55 angle iron frame 1 having anges 2 disposed in a single plane to provide a support for a facing 3 which is detaehably secured to the flanges 2 by bolts 4 or removable rivets, so as to permit the facings to be renewed when necessary. These facings may be made of metal, wood, or any other suitable material.
Disposed at right angles to the flanges 2, are fianges 5 which form the bearing edges of the panels. Formed in these edges 5, are apertures 6 which are positioned so that, when the panels 65 are placed edge to edge, either as shown in Fig.
1 or as shown in Fig. 2, the apertures in the edges of one panel will register with those in the abutting edges of adjacent panels.
Nails .7 or other Wedges may be insertedinto some ,of the registering apertures for interlocking the panels.
The flanges 5 aregdepressed adjacent certain of the apertures to form recesses 8 for receiving tie bands 9 which, as hereinafter described, hold 75 the form sides in proper spaced relation and also serve to interlock the abutting panels vof each form side. y
The panels may -be braced by angle bars 10 which extend across the frame in engagement 30 with therear of the facing.
In order to protect the edges of the facing against injury and also to seal the abutting dges of the panels against the leakage of concrete, each panel has a rim which circumscribes the facing. This rim includes a portion 1l which is clamped between the facing' and the frame by the bolts or rivets 4 and a border fiange 12. The rim is preferably made of sheet metalhaving some resilience so that the flanges 12 Will normally diverge from the facing edges, as shown in Figs. 6\and '7, when Ithe panels are not interlocked.
lWhen the panels are interlocked, the rim flanges 12 are pressed firmly against the facing edges, as shown in Fig. 8. The rim flanges 12 are 95 recessed, as shown at 13, so as to permit Ithe l tie bands to extend between the abutting edges of the panels.
The tie bands 9 are preferably formed of band iron having portions thereof struck out to provide opposite projecting dowels 14 adjacent each end thereof. These dowels are adapted to extend through certain of the apertures in the panel flanges 5 and they are provided with open'- ings or sockets 15 for receiving nails 16 or other 105 Wedges which engage the inner faces of the flanges 5. It will thus be apparent that the tie bands serve to hold the form sides in proper spaced relation to each other and also serve 4to firmly interlock the panels of each form side.
1f desired. the form sides may be further braced by horizontal and'vertical liners 17 and 18, respectiv'ely which are secured to the panel frames by yokes 19 which are provided with hooked ends 20 engaging certain of the apertures 6 of the frames. Blocks 21 are inserted between the base of each yoke and the outer face of the liner. The blocks 21 may be secured to the yokes 19 by nails 22, as shown in Fig. 2, or they may be provided with grooves 23 for receivingthe base of the yoke, as shown in Fig. 3.
To erect a-form of this improved construction, care should be taken to commence with a level base. The panels may be positioned vertically or horizontally or some may be positioned vertically and others horizontally depending upon the height of the wall to be constructed. The tie bands are cut and formed at the factory so that it is necessary to select those of proper lengthV for the particular wall to be built.
In attaching the tie bands, the dowel parts 14 are inserted through certain of the registering apertures 6 of the abutting edges 5 of the panels and the nails 16 are then driven into the sockets 15 for forcing the abutting edges into firm contact, as shown in Fig. 8. In this position, the rims 12 will seal the joints against the leakage of concrete. i
After the lower course of panels has been erected, another course may be built on top of it, either in the manner shown in Fig. 1,l or as shown in Fig. 2.
To insure proper alinement of the panels, the liners may be attached to one side of the form in the manner indicated.
A moldoi this construction is very easily dismantled. The liners are removed and then one' panel at a time may be removed by merely knocking out the nails 16 which hold it in place. When all of the panels have been removed, the extremities of the tie bands 9 will project beyond the concrete wall and these may be cut oi ush with the concrete if desired.
Although but one specic embodiment of this invention has been herein shown and described, it will be understood that details of the construction shown may be altered without departing from the spirit of the invention as dened by the following claims:-
Y I claim:
1. A wall form comprising a rectangular metal frame, a non-metallic facing mounted on said frame, and a yieldable metal rim mounted on said frame and surrounding the edges of said facing.
2. A wall form comprising a rectangular frame, a non-metallic facing mounted on said frame, and a yieldable metal rim surrounding the edges of said facing, said rim having a portion thereof clamped between said frame and facing.
3. A wall form comprising a plurality of rectangular panels adapted to be disposed edge to edge, resilient rims on the edges of said panels, and means for clamping said panels together and compressing said resilient rims.
4. A wall form comprising a plurality of rectanguiar panels adapted to be disposed edge to edge, each of said panels comprisinga frame having a non-metallic facing, a resilient rim surrounding the edges of said facing, and fastening means for clamping said panels together with said rims abutting one another.
5. A form comprising a pair of panels having edges provided with apertures, said edges being recessed adjacent said apertures, said panels being adapted to be disposed edge to edge with the recesses of one registering with those of the other, fastening means in said recesses, each of said fastening means having oppositely projecting dowels extending through said apertures and provided with sockets therein, and keys adapted to be seated in said sockets for clamping said panels edge to edge.
6. A form comprising a pair of panels dispo in spaced relation to each other, the edges of said panels having apertures therein, tie members spanning the space between said panels and having dowel portions projecting through said apertures, and keys mounted on said dowels for securing said tie members to said panels. h
7. A form comprising a pair of panels adapted to be disposed in substantially parallel spaced relation to each other, the edges of said panels having apertures therein, tie members spanning the space between said panels and having dowel portions projecting through said apertures, said dowel portions having sockets therein, and keys seated in said sockets for clamping said tie members to said panels.
8. In a form, the combination with a panel having apertures therein, of a tie comprising a strip of metal having portions thereof struck out from the normal plane thereof to form a pair of oppositely projecting dowels having key seats therein, said dowels being adapted to engage the apertures in said panel, and keys seated in said seats for engaging portions of said panel.
9. A form comprising two side units arranged in spaced relation to each other, each of said units comprising a plurality of rectangular panels disposed edge to edge, the abutting edges ofsaid panels having alined apertures and recesses adjacent said aperturea) tie members spanning the space between said side units and projecting into certain of the recesses in both units, dowels formed on said tie members and. projecting through certain of said apertures, said dowels having sockets therein, and keys seated in said sockets for clamping said tie members to said
US656316A 1933-02-11 1933-02-11 Wall form Expired - Lifetime US1970547A (en)

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Cited By (36)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2425619A (en) * 1945-01-02 1947-08-12 Carl H Juergens Building wall structure
US2442292A (en) * 1944-04-24 1948-05-25 Nicholas Del Genio Form for plastic structural work
US2459719A (en) * 1946-10-30 1949-01-18 Joseph J Pirz Concrete wall form
US2461733A (en) * 1947-04-04 1949-02-15 Arthur J Harder Clamp for cement form panels
US2493826A (en) * 1947-06-09 1950-01-10 Floyd L Oelfke Form for building cementitious walls
US2522360A (en) * 1945-06-11 1950-09-12 Hamilton William Formwork or shuttering for concrete and like structures
US2580536A (en) * 1945-09-08 1952-01-01 Fiorenzi Ubaldo Mounting for wall forms
US2600362A (en) * 1947-06-25 1952-06-10 Arthur J Harder Concrete form panel and clamp therefor
US2613424A (en) * 1949-11-17 1952-10-14 William H Kenney Wall form system
US2640249A (en) * 1950-05-15 1953-06-02 Symons Clamp & Mfg Company Wall form panel
US2641043A (en) * 1950-07-14 1953-06-09 Clifford M Martin Form for molding concrete walls
US2702422A (en) * 1952-07-24 1955-02-22 Symons Clamp & Mfg Co Concrete wall form
US2715257A (en) * 1952-08-08 1955-08-16 Symons Clamp & Mfg Co Brace arrangement for concrete wall form
US2761191A (en) * 1952-01-15 1956-09-04 Macgregor S Anderson Wall form and tie for concrete construction
US2801454A (en) * 1951-05-21 1957-08-06 Troiel Companies Inc Form wall panel
US2859503A (en) * 1953-03-16 1958-11-11 Victor E O Hennig Concrete form tie-tensioning means
US2870516A (en) * 1956-04-19 1959-01-27 Economy Forms Corp Form unit
US2894312A (en) * 1954-03-01 1959-07-14 Edward B Jones Concrete forms
US2939198A (en) * 1957-09-03 1960-06-07 Blaw Knox Ltd Shuttering for concrete
US3035321A (en) * 1953-03-16 1962-05-22 Victor E O Hennig Demountable concrete form
US3035322A (en) * 1959-01-26 1962-05-22 Julius E Ibeck Clamp as for clamping beam forms and the like in end to end relation
US3089216A (en) * 1960-06-15 1963-05-14 Valley Pre Cast Bunks Inc Forms for sectional precast feed bunkers
US3211413A (en) * 1962-12-26 1965-10-12 Iii John L Low Concrete forms and components thereof
US3327986A (en) * 1962-02-19 1967-06-27 Matthew C Thompson Concrete form systems and hardware useful therewith
US3385555A (en) * 1965-08-23 1968-05-28 John R. Williams Reusable panel and form system for concrete construction
US3469815A (en) * 1965-12-17 1969-09-30 John H Brenneman Structural locking and forming device
US4054259A (en) * 1976-05-14 1977-10-18 Johnson Calvin R Waler-stiffback bracket
US5040344A (en) * 1989-05-31 1991-08-20 Philippe Durand Prefabricated forms for concrete walls
US6361014B1 (en) 1999-07-09 2002-03-26 Symons Corporation Concrete form waler bracket
US20060179756A1 (en) * 2003-07-23 2006-08-17 Mcgregor Stephen P Formwork
US20080128582A1 (en) * 2003-11-13 2008-06-05 Gustavo Serrano Rodriguez Metal Formwork With Accessories For Moulding Concrete
US20090146043A1 (en) * 2007-12-07 2009-06-11 Gates & Sons, Inc. Modular form for casting concrete highway barriers
US20220228365A1 (en) * 2016-06-24 2022-07-21 Apache Industrial Services, Inc Formwork System
US11970873B2 (en) 2016-06-24 2024-04-30 Apache Industrial Services, Inc Bearing plate of an integrated construction system
US11976483B2 (en) 2016-06-24 2024-05-07 Apache Industrial Services, Inc Modular posts of an integrated construction system
US12077971B2 (en) 2016-06-24 2024-09-03 Apache Industrial Services, Inc Connector end fitting for an integrated construction system

Cited By (38)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2442292A (en) * 1944-04-24 1948-05-25 Nicholas Del Genio Form for plastic structural work
US2425619A (en) * 1945-01-02 1947-08-12 Carl H Juergens Building wall structure
US2522360A (en) * 1945-06-11 1950-09-12 Hamilton William Formwork or shuttering for concrete and like structures
US2580536A (en) * 1945-09-08 1952-01-01 Fiorenzi Ubaldo Mounting for wall forms
US2459719A (en) * 1946-10-30 1949-01-18 Joseph J Pirz Concrete wall form
US2461733A (en) * 1947-04-04 1949-02-15 Arthur J Harder Clamp for cement form panels
US2493826A (en) * 1947-06-09 1950-01-10 Floyd L Oelfke Form for building cementitious walls
US2600362A (en) * 1947-06-25 1952-06-10 Arthur J Harder Concrete form panel and clamp therefor
US2613424A (en) * 1949-11-17 1952-10-14 William H Kenney Wall form system
US2640249A (en) * 1950-05-15 1953-06-02 Symons Clamp & Mfg Company Wall form panel
US2641043A (en) * 1950-07-14 1953-06-09 Clifford M Martin Form for molding concrete walls
US2801454A (en) * 1951-05-21 1957-08-06 Troiel Companies Inc Form wall panel
US2761191A (en) * 1952-01-15 1956-09-04 Macgregor S Anderson Wall form and tie for concrete construction
US2702422A (en) * 1952-07-24 1955-02-22 Symons Clamp & Mfg Co Concrete wall form
US2715257A (en) * 1952-08-08 1955-08-16 Symons Clamp & Mfg Co Brace arrangement for concrete wall form
US2859503A (en) * 1953-03-16 1958-11-11 Victor E O Hennig Concrete form tie-tensioning means
US3035321A (en) * 1953-03-16 1962-05-22 Victor E O Hennig Demountable concrete form
US2894312A (en) * 1954-03-01 1959-07-14 Edward B Jones Concrete forms
US2870516A (en) * 1956-04-19 1959-01-27 Economy Forms Corp Form unit
US2939198A (en) * 1957-09-03 1960-06-07 Blaw Knox Ltd Shuttering for concrete
US3035322A (en) * 1959-01-26 1962-05-22 Julius E Ibeck Clamp as for clamping beam forms and the like in end to end relation
US3089216A (en) * 1960-06-15 1963-05-14 Valley Pre Cast Bunks Inc Forms for sectional precast feed bunkers
US3327986A (en) * 1962-02-19 1967-06-27 Matthew C Thompson Concrete form systems and hardware useful therewith
US3211413A (en) * 1962-12-26 1965-10-12 Iii John L Low Concrete forms and components thereof
US3385555A (en) * 1965-08-23 1968-05-28 John R. Williams Reusable panel and form system for concrete construction
US3469815A (en) * 1965-12-17 1969-09-30 John H Brenneman Structural locking and forming device
US4054259A (en) * 1976-05-14 1977-10-18 Johnson Calvin R Waler-stiffback bracket
US5040344A (en) * 1989-05-31 1991-08-20 Philippe Durand Prefabricated forms for concrete walls
US6361014B1 (en) 1999-07-09 2002-03-26 Symons Corporation Concrete form waler bracket
US20060179756A1 (en) * 2003-07-23 2006-08-17 Mcgregor Stephen P Formwork
US20080128582A1 (en) * 2003-11-13 2008-06-05 Gustavo Serrano Rodriguez Metal Formwork With Accessories For Moulding Concrete
US8210492B2 (en) * 2003-11-13 2012-07-03 Gustavo Serrano Rodriguez Metal formwork with accessories for molding concrete
US20090146043A1 (en) * 2007-12-07 2009-06-11 Gates & Sons, Inc. Modular form for casting concrete highway barriers
US20220228365A1 (en) * 2016-06-24 2022-07-21 Apache Industrial Services, Inc Formwork System
US11970873B2 (en) 2016-06-24 2024-04-30 Apache Industrial Services, Inc Bearing plate of an integrated construction system
US11976483B2 (en) 2016-06-24 2024-05-07 Apache Industrial Services, Inc Modular posts of an integrated construction system
US12077971B2 (en) 2016-06-24 2024-09-03 Apache Industrial Services, Inc Connector end fitting for an integrated construction system
US12116779B2 (en) 2016-06-24 2024-10-15 Apache Industrial Services, Inc Formwork system

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